| A Simplified Moment Amplification Factor Method for Unifying Global Stability Design of Buckling-Restrained Braces
Junxian Zhao, Bin Wu and Jinping Ou |
| A Study on Local Behaviors of Outer Restraining Plates in a Four-Channel Assembled Steel Buckling-Restrained Brace
X. A. Wang, Y. L. Guo, B. H. Zhang and Z. Q. Jiang |
| An Experimental Study on Repairability and Recovery of Structural Performance for Damaged Steel Members
Takeshi Matsumoto, K. Mori, T. Kato, Changhoon Choi and Takumi Ito |
| Analysis of Connection Plate Opening’s Effect on Structural Behavior of Special-Shaped Column Composed of Concrete-Filled Square Steel Tubes
Yawen Wang, Yanbo Li, Ting Zhou and Zhihua Chen |
| Analysis on the Mechanism of New Joints Between Steel K-Style Outrigger Truss and Concrete Core in Tall Buildings
Jianguo Nie and Ran Ding |
| Comparative Study on Seismic Performance of Steel Girder-to-CFST Connections Based on Statistical Analysis
Xiaogang Liu and Jiansheng Fan |
| Damage Free Design of Steel Structures Using Seismic Dampers
Rikuya Maruyama, Hanbin Ge and Xiao-Qun Luo |
| Design and Construction of Free Air Carbon Dioxide Enrichment Experiment Infrastructure
Andrew T. Wheeler, Murray Ellen and Graham Hill |
| Development of Connection Joint for Horizontally Mixed Structural System by Experimental Study and Frame Analysis
Ryota Mitomi, Takeshi Matsumoto, Takumi Ito and Kenji Fujii |
| Development of Ductile Steel Knee-Brace Member with Built-in Comb-Shaped Damper
Sayuri Honma, Yukihiro Harada and Kazumasa Ebato |
| Development on an Effective Design and Quality Control Scheme for Exposed Steel Members in Hong Kong
K. H. Nip, H. C. Ho and K. F. Chung |
| Distribution Relationship Between Damage and Column Over Design Factor of Concrete Filled Steel Tube Frame Under Strong Ground Motion
Katsuhiko Goto |
| Ductility and Damage Evaluation Method of Steel Columns Subjected to Inelastic Cyclic Loading Under Constant Axial Force
Takayuki Kato, Kenjiro Mori and Takumi Ito |
| Dynamic Behavior of Multi-Story Steel Frame with Base-isolation System by Passive Friction Dampers
Ryota Nakamura, Ryuki Aramaki, Minoru Yamanari and Koji Ogawa |
| Dynamic Response of Steel Frame with Rotational Friction Damper in the First Story
Ryuki Aramaki, Ryota Nakamura, Minoru Yamanari and Koji Ogawa |
| Effect of Conventional Braces in Multi-Story Steel Frames on Seismic Response
Shingo Miyaji, Minoru Yamanari and Koji Ogawa |
| Effect of Gravity Load on Ductile Behavior of Diagrid System
Eunseong Kim, Dong-Hun Lee, Jin-Sun Park and Taejin Kim |
| Effects of Out-of-Plane Stiffness of Gusset Plate on Plastic Deformation Capacity of Single Angle Brace
Hayato Asada, Tsuyoshi Tanaka and Hidenori Tanaka |
| Evaluation of the Energy Dissipation Capacity of a Double Split Tee Connection
Jae-Guen Yang, Min-Chang Baek, Soo-Kueon Lee and Jong-Kee Moon |
| Experimental Study of Combined Yielding Metallic Passive Devices for Enhanced Energy Dissipation of Structures
Satpal Singh Taraithia, Dipti Ranjan Sahoo and Alok Madan |
| Experimental Study on Seismic Retrofitting for Existing R/C Building Using Steel Column
Takashi Fujinaga, Kazuaki Miyagawa, Wataru Kitamura and Yuping Sun |
| Experimental Study on the Seismic Performance of Novel Types of Beam-Column Connections
Fangxin Hu, Gang Shi and Yongjiu Shi |
| Fragility Evaluation of Buckling Restrained Braces for Long-Period Ground Motions and Huge Seismic Loads
Takuya Ueki, Takumi Ishii, Kazuaki Miyagawa, Haruyuki Kitamura and Daiki Sato |
| Hysteretic Behavior of Symmetrical Friction Connections (SFC) Using Different Steel Grade Shims
J. Chanchí Golondrino, G. A. MacRae, J. G. Chase, G. W. Rodgers and G. C. Clifton |
| Improved Simulation Methods and Seismic Performance Evaluations of Special Concentrically Braced Frame Systems
Po-Chien Hsiao, Dawn E. Lehman and Charles W. Roeder |
| Improvement of Seismic Behavior of Composite Beam Connected to RHS Column with Application of Slit and Modification of Studs Layout
Mohammadreza Eslami, Hisashi Namba and Taisuke Fukuoka |
| Maximum Damage and Strength Ratio Limit of Concrete Filled Steel Tube Frame Under Strong Ground Motion
Katsuhiko Goto and Takuya Nakao |
| Non-Destructive Hardness Testing Method to Determinethe Amount of Plastic Strain in Cyclically Deformed Structural Steel Elements
Hassan Nashid, W. G. Ferguson, C. K. Seal, G. C. Clifton, M. A. Hodgson, G. A. MacRae and J. H. Choi |
| Numerical Analysis on Collapse Margin of High-Rise Steel Buildings Under Extremely Strong Earthquake
Xuchuan Lin and Masayoshi Nakashima |
| Prediction Method of Ductility and Cumulative Damage of Steel Beams Subjected to Inelastic Cyclic Loading
Kenjiro Mori and Takumi Ito |
| Prediction of Torsional Moment in Multi-Story Steel Moment Frames with Eccentricity
Takaya Nagano, Yusuke Nonaka, Minoru Yamanari and Koji Ogawa |
| Proposal of Restoring Force Characteristics Model of Steel Brace Considering Deterioration of Compressive Strength Under Cyclic Loadings
Shoma Sugiyama, Teruhumi Inoue and Takumi Ito |
| Research and Development of Buckling-Restrained Shear Panel Damper
Zongjing Li and Ganping Shu |
| Seismic Behavior of Moment Resisting Connections Between L-Shaped CFT Columns and Wide Flange Beams with Through-Diaphragms
Jin-Hui Luo, Zu-Yan Shen and Yuan-Qi Li |
| Seismic Performance Analysis of Fabricated Prestressed Buckling Restrained Brace
Zhang Ailin, Ye QuanXi, Liu Xuechun and Zhang Xun |
| Seismic Performance Assessment of Tall Building
Dong-Chul Lee, Taejin Kim, Dae-Eon Kang and Jong-Ho Kim |
| Seismic Performance of a New Precast Prestressed Beam-to-Column Connections with Bolted Web Friction Device
Zhang Ailin, Zhang Yanxia, Liu Xuechun and Sun Wenlong |
| Seismic Performance of Corner and Exterior Steel Beam – Reinforced Concrete Column Joints
Shoko Nagamine and Yasushi Nishimura |
| Seismic Protection of Cable-Stayed Bridges with LRB Isolation Devices
B. Asgari, S. A. Osman and A. Adnan |
| Structural Design and Analysis of Xiamen Railway Station
Dong Quanli, Wang Jie, Zhu Yongjun, Jiang Huabing, Zhang Jin, Zhang Yueyue and Wang Tao |
| Structural Design and Construction for Complicated-Shape Tower with Steel Braced Core Frame — A Case Study
Du Yong and Sheng Hong-mei |
| Structural Design of Dongying Olympic Center Gymnasium
Bai Yang, Cheng Yongping, Dong Quanli, Gao Yin, Bai Jiong and Zhu yongjun |
| Structural Evaluation of TMCP 590N/mm 2 Grade Steel Plate for Seismic Resistant Building
Kei Nakagawa, Takuya Ueki, Takumi Ishii, Hisaya Kamura, Akio Ohmori and Hiroumi Shimokawa |
| Study on Seismic Performance of Prefabricated Prestressed Steel Frame-Brace System
Zhang Ailin, Zhao Liang, Liu Xuechun and Hui Yi |
| The New Development of Industrial Assembly High-Rise Steel Structure System in China
Zhang Ailin and Liu Xuechun |
| Ultimate State of Inverted L-Shaped Thin-Walled Hollow Cylindrical Steel Bridge Piers Subjected to Bi-Directional Seismic Excitations
M. Assad Alamiri and Yoshiaki Goto |
| Use of Innovative and High Performance Energy Dissipating Element in Concentrically Braced Frame Subjected to Earthquake Load
Alexander Melnik and Roger Cheng |